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<br />SCREIEINlIED ENCLOSURES: SCRIEEN I VINYL WAllS AND SOLID COVER <br /> <br /> <br />I <br /> <br />r"\ <br /> <br />',- <br /> <br />2"x____ BEAM SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2'-0" MAX. <br /> <br />"w" <br /> <br />-I <br /> <br />3 1 /2" SLAB ON <br />GRADE OR RAISED <br />FOOTING <br /> <br />MAX. <br />UPRIGHT 1 "x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />* "H" <br /> <br />--J- <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING <br />* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BOTTOM OF WALL BEAM) <br /> <br />W/2 <br /> <br />W/2 <br /> <br /> <br />w <br />ct:: <br />/ :::J <br />I- <br />/ U <br />:::J <br />/ ct:: <br />I- <br />/ (/) <br /> <br />O.H. <br />ALUMINUM PANEL COVER ~ <br /> <br /> <br />CJ <br />z <br />t= <br />(/) <br />x <br />w <br /> <br />.~ <br /> <br />\I <br />2"x_Ct- BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />~ 1 "x2"xO.040" <br />=f-- J "w" VARIES ~ <br /> <br />NOTES: <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1 /4" LENGTH OR EQUAL <br />MAX. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND <br />WASHERS <br />2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE <br />3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H. <br />4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />~,; P.10GtA_ <br />5 cv-ee Y) ~()OM <br /> <br />\ <br /> <br />~. <br /> <br />[1@wJ]'@Ui)@@ @:" m@Ui)Ui)@~~f) [?"@:,, <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 2 <br />PAGE: ~=~2 <br /> <br />-23- <br />